Simulation of laminar to transitional wakes past cylinders with a discontinuous Galerkin inviscid shallow water model

IF 1.7 3区 工程技术 Q3 ENGINEERING, CIVIL
Xitong Sun, Georges Kesserwani, Mohammad Kazem Sharifian, Virginia Stovin
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引用次数: 0

Abstract

Laminar to transitional wakes occur in slow, quasi-steady flows past cylinders at low cylinder Reynolds numbers (Red ≤ 250). Inviscid numerical solvers of the depth-averaged shallow water equations (SWE) introduce numerical dissipation that, depending on Red, may imitate the mechanisms of viscous turbulent models. However, the numerical dissipation rate in a second-order finite volume (FV2) SWE solver is so large at a practical resolution that this can instead hide these mechanisms. The extra numerical complexity of the second-order discontinuous Galerkin (DG2) SWE solver results in a lower dissipation rate, making it a potential alternative to the FV2 solver to reproduce cylinder wakes. This paper compares the DG2 and FV2 solvers, initially for wake formation behind one cylinder. The findings confirm that DG2 can reproduce the expected wake formations, which FV2 fails to capture, even at a 10-fold finer resolution. It is further demonstrated that DG2 is capable of reproducing key features of the flow fields observed in a laboratory random cylinder array.
用不连续Galerkin无粘性浅水模型模拟经过圆柱体的层流至过渡尾流
在低汽缸雷诺数(Red≤250)下,层流到过渡尾迹发生在经过汽缸的缓慢、准稳定流动中。深度平均浅水方程(SWE)的无粘数值解引入数值耗散,依赖于Red,可以模拟粘性湍流模型的机制。然而,二阶有限体积(FV2) SWE解算器的数值耗散率在实际分辨率下太大,可能会隐藏这些机制。二阶不连续Galerkin (DG2) SWE求解器的额外数值复杂性导致了更低的耗散率,使其成为FV2求解器再现汽缸尾迹的潜在替代方案。本文比较了DG2和FV2的求解方法,首先对一个圆柱体后面的尾迹形成进行了比较。研究结果证实,DG2可以重现FV2无法捕捉到的预期尾流形成,即使分辨率提高了10倍。进一步证明DG2能够再现在实验室随机圆柱阵列中观察到的流场的关键特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Hydraulic Research
Journal of Hydraulic Research 工程技术-工程:土木
CiteScore
4.90
自引率
4.30%
发文量
55
审稿时长
6.6 months
期刊介绍: The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.
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